CN201088060Y - Plane scatter-feed roost - Google Patents
Plane scatter-feed roost Download PDFInfo
- Publication number
- CN201088060Y CN201088060Y CNU2007201735015U CN200720173501U CN201088060Y CN 201088060 Y CN201088060 Y CN 201088060Y CN U2007201735015 U CNU2007201735015 U CN U2007201735015U CN 200720173501 U CN200720173501 U CN 200720173501U CN 201088060 Y CN201088060 Y CN 201088060Y
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- bar
- dwelling
- roosting
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- shaped steel
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Abstract
The utility model discloses a plane scatter-feeding plane roost, which comprises supporting frames and a roosting rod supported on the supporting frame and horizontally arranged, wherein the roosting rod is formed through the combination of a strip-shaped steel skeleton and a plurality of sections of roosting strips with the cross section which is approximately rectangular and with certain radian on the upper surfaces. The roosting strips are formed through the moulding of concrete material, long grooves are arranged on the lower surfaces of the roosting strips, and the strip-shaped steel skeleton is embeded in the long grooves during installation. The strip-shaped steel skeleton is connected with the two supporting frames, to perform the functions of stress and supporting, and the roosting strips peform the entity function which is favorable for the firm gripping of chicken paws. Because the strip-shaped steel skeleton is not nessearty to peform the entity function, the cross section of the material is small, and the corresponding required steel quantity is few; the cross sections of the material of the roosting strips are large, however, the cost of the material is low, thus the total cost of the combined roosting rod is low, and the roosting strips can meet the requirment of roosting comfortabilty for chickens. The combined roosting rod is made of steel products and concrete material, is easy to be sterilized and is corrosion resistant, the service life is long, the weight of the roosting rod is less than the weight of the ordinary reinforced concrete material, therefore the utility model is convenient to be transported, and is advantageous for the mass production and the popularizing application.
Description
Technical field:
The utility model relates to a kind of facility of raising chickens, and specifically, is fit to the henroost that chicken perches when relating to a kind of plane and raising scattered thereon.
Background technology:
The ancestors of family chicken are jungle fowls, though very big variation has taken place productivity under the mankind's domestication, but still are keeping the habit of perching aloft.But the present mode of raising in cages that generally adopts, the chicken activity space is very narrow and small, and the most of the time can only crouch down on the chicken coop spacer screen of braided steel wire, and has been deprived the freedom of performance non-human act, and living environment is very poor.And if revert to the floor husbandry mode that adopts, can overcome a lot of shortcomings of raising in cages, but be necessary to provide the henroost of perching night to chicken, satisfy the habit that chicken perches aloft, make chicken be subjected to the influence of ground low temperature less simultaneously, lack contact or do not contact chicken manure, prophylactic generation; Prevent the crowded heap of pressing of chicken group, help growing of chicken.
Traditional henroost is made of dwell bar and support two parts.Dwell bar generally by the wooden one-tenth of bamboo, lain in a horizontal plane on two passive supports.Chinese agriculture publishing house has done detailed introduction in " science raise chickens question and answer " the 234th～236 page that publish in March, 1979 to this.The shape of bar of dwelling should make the pawl of chicken open and flatly cosily grab, so the surface of the bar of dwelling should be smooth smooth, no furuncle saves and corner angle.Chicken grabbing above should be arc, with support fixing following be square, the suitable bar section width of dwelling is 5～8 centimetres, highly is 4～5 centimetres.Traditional bar of dwelling is made by bamboo and wood materials, but will reach above-mentioned suitable cross dimensions and surface requirements, and its cost is very high.In addition, bamboo and wood materials is difficult for sterilization, and perishable, and service life is short.So traditional henroost is unsuitable for modern poultry husbandry in the future may be to the mass-produced demand of henroost.
It is the dwell scheme of bar of 2.6 centimetres pvc pipe that the 349th～365 page of magazine " applications of animal behavior science " the 65th phase of publishing in 2000 disclosed the use external diameter, because diameter is little, its intensity is low, the pole length of dwelling is short, otherwise the weight when can't stand that many chickens perch simultaneously is difficult for satisfying the requirement of large-scale farming; And if use large diameter pvc pipe, the cost height, and the surface is too smooth, and shank is difficult for holding, and can not satisfy the requirement that chicken perches comfortableness.
Summary of the invention:
The purpose of this utility model provide a kind of easy sterilization, corrosion-resistant, long service life and with low cost, be fit to produce in batches and large-scale farming is used, satisfied chicken and perches the plane that comfortableness requires and raise henroost scattered.
For realizing that the technical scheme that the utility model purpose is taked is:
Provide a kind of plane to raise henroost scattered, comprise two supports and be bearing on the two stands and the horizontally disposed bar of dwelling, the bar of dwelling is composited by bar shaped steel skeleton and the cross section is roughly rectangular, upper surface has certain radian the multistage bar of dwelling, and the bar shaped steel skeleton is connected with two stands and plays stressed supporting role.The bar of dwelling is formed by the concrete material mold pressing, its lower surface has the width elongated slot suitable with bar shaped steel skeleton cross-sectional width, dwell bar to cover on the bar shaped steel skeleton along the end to end mode of bar length direction of dwelling, on arbitrary cross section of the bar of dwelling, the first half of the cross section of bar shaped steel skeleton or all be embedded in the elongated slot of the bar lower surface of dwelling accordingly.
Described bar shaped steel skeleton can be a hollow section, is rectangle or trapezoidal thin-wall steel tube such as the cross section, and in this case, the degree of depth of the elongated slot of the bar lower surface of dwelling is preferably less than the depth of section of thin-wall steel tube.Thin-wall steel tube is single can to satisfy force request.
Described bar shaped steel skeleton can also be a solid steel bar, is circular or square reinforcing bar such as the cross section, can also be flexible iron wire.The quantity of reinforcing bar or iron wire is no less than two, and the space certain distance is arranged in parallel.In this case, dwell the degree of depth of elongated slot of bar lower surface more preferably greater than the height in described solid steel bar cross section.
If solid steel bar adopts flexible iron wire, on the top of support pulley assembly should be installed, pulley surface is fluted, and iron wire posts groove during installation, and it is on the suspension member that its free end is connected what be positioned at ground.
Between described support, also can set up intermediate support, on its top jacking spare is installed, in order to hold up above-mentioned bar shaped steel skeleton.
The beneficial effects of the utility model are:
Henroost is raised on plane of the present utility model scattered, its critical component bar of dwelling has adopted complex form, utilize the bar shaped reinforcing bar to erect stressed supporting role, utilize the bar of dwelling of concrete mold pressing to work the entity effect that shank is held that is beneficial to, the former is because of playing the entity effect, the material therefor section is little, corresponding steel using amount is few, and latter's material section is big, but the cost of material is low, so the bar of dwelling that is composited is totally with low cost, can satisfy the requirement that chicken perches comfortableness again simultaneously.Because the bar shaped steel skeleton can adopt shaped steel processing, and the strip adoption press moulding mode of dwelling can be fit to produce in batches with special concrete brick equipment processing, to satisfy the needs that large-scale farming is used.Because the compound bar of dwelling adopts steel and concrete material to make, thereby easily sterilization, corrosion-resistant, long service life, but more in light weight than common Reinforced Concrete Materials, be easy to transportation, help producing in batches and applying.
Description of drawings:
Fig. 1 is the general illustration that henroost is raised on plane of the present utility model scattered;
Fig. 2～Fig. 4 is the section profile that adopts the bar of dwelling of three kinds of different types steel skeletons;
Fig. 5 is the henroost schematic diagram that adopts the iron wire steel skeleton;
Fig. 6 is a perspective views of supports according;
Fig. 7 is the cutaway view of a top of the trellis shown in Fig. 5;
Fig. 8 is the top perspective of intermediate support shown in Fig. 5.
Embodiment:
Below in conjunction with drawings and Examples the utility model is described in further detail.
Fig. 1 shows the overall basic structure that henroost is raised on the utility model plane scattered, comprises support 1 and the combination 2 liang of big parts of bar of dwelling, and the bar 2 of dwelling is made up of steel skeleton 21 and the Duo Gen bar 22 of dwelling.Support 1 stands on the ground, and steel skeleton 21 is supported on support 1 upper end, and bar 22 multistages of dwelling cover on the steel skeleton 21 in end to end mode.Why the bar 22 of dwelling is made of multistage; be because when considering large-scale cultivation; dwell the length of bar generally more than 3 meters; the bar difficulty of dwelling that mold pressing processing is so grown is big; and for reducing material usage; reduce cost of transportation, the sectional dimension of the bar of dwelling can not be big, the therefore long concrete also fracture easily of bar of dwelling.
Profile shown in Figure 2 is to be the bar section of dwelling of steel skeleton 21 with the thin-walled rectangular tube.Bar 22 lower surfaces of dwelling of concrete mold pressing have the elongated slot suitable with the rectangular tube cross-sectional width.The degree of depth of elongated slot is preferably less than the height in rectangular tube cross section, this is because for reducing material weight, the proper height of the bar 22 of dwelling is between the 40-50 millimeter, if the elongated slot degree of depth is excessive, the bulk strength of the bar 22 of dwelling can be influenced, the manufacture difficulty when dwelling the bar production and processing can be increased simultaneously.In addition, rectangular tube the latter half is leaked outside, can allow the rectangular tube of stressed effect be easy to contact and stressed, avoid allowing the bar of should not stressed concrete dwelling stressed with the contact-making surface of support member such as cradle top surface.
Profile shown in Figure 3 and shown in Figure 2 similar substantially, different is that steel skeleton 21 is trapezoidal thin-walled laddertron for section configuration, belongs to steel tubes.Correspondingly, the lower surface of the bar 22 of dwelling of concrete mold pressing has the trapezoidal elongated slot that matches with laddertron, and the degree of depth of elongated slot is less than the depth of section of laddertron.Compare with the employing rectangular tube, adopt laddertron to install more easily and make up the bar of dwelling, place as long as the elongated slot of the bar of will dwelling is aimed at laddertron, the bar that can guarantee to dwell installation is firm does not rock.
Shown in Figure 4 is to adopt reinforcing bar or the iron wire bar profile of dwelling as steel skeleton.Bar 22 lower surfaces of dwelling of concrete mold pressing have many elongated slots consistent with reinforcing bar or iron wire 21 quantity, and the diameter of the width of elongated slot and reinforcing bar or iron wire is suitable, and its degree of depth is greater than the diameter of reinforcing bar or iron wire.The quantity of reinforcing bar or iron wire 21 is at least two, is two shown in the figure, and space one segment distance between the elongated slot.Stability after the bar 22 that can guarantee like this to dwell is placed on reinforcing bar or the iron wire 21.Adopt reinforcing bar or iron wire to do steel skeleton, can farthest reduce the steel using amount of the bar of dwelling, reduce manufacturing cost.
If adopt reinforcing bar to do steel skeleton, the two ends of reinforcing bar get final product with support top is fixed, but do steel skeleton as if the employing iron wire, and it is fixed with its particularity, as shown in Figure 5.Iron wire is if directly be fixed on two stands 1 upper end, when bearing the weight of chicken on the iron wire, cause very big moment of flexure will for support 1, must just can avoid not being out of shape or forgetting about it with very thick support, but thick excessively support can cause the increase of manufacturing cost by stretch bending.Therefore, but when adopting iron wire to do steel skeleton, as shown in Figure 5, on the two stands top pulley is installed, the mid portion of iron wire is support with the pulley, and its two free end is walked around the pulley 3 on two stands top respectively, and being connected what rest on the ground is on the suspension member 4.
Be that suspension member can directly fix on the ground, such as being fixed on the cement flooring of hen house with expansion bolt, but better method is the method with as shown in Figure 6.Fig. 6 is the structure perspective view of support, and the lower end of pillar 11 is welded with and pillar 11 vertically disposed short columns 14, can play a part firm during pre-buried like this arrangement support.Be that suspension member 4 is connected on one of them root short column 14.Be that suspension member 14 can be close to pillar 11 settings, but preferably as shown in Figure 6, from pillar 11 1 segment distances.Because tilt to the iron wire that is suspension member 4 these sections from pulley 3 like this, can reduce the part iron wire during actual the use to being the uplift force of suspension member 4, safety and reliability some.Short column 14 is positioned at underground during pre-buried support, only will be to basset and get final product in the end of suspension member 14.
Fig. 6 shows installation site and the basic structure of pulley yoke 12 at support, and the detailed construction of pulley 3 is seen the partial sectional view of Fig. 7.Pulley yoke 12 is cemented in pillar 11 tops, reaches the base plate that is connected with support plate by two parallel support plates and constitutes, and at the support plate center together arbor hole is arranged respectively, is used for fixing bearing pin 13.Pulley 3 is socketed on the bearing pin 13.The surface of pulley 3 has groove, can play the role of positioning to iron wire.
For prevent with reinforcing bar or iron wire be steel skeleton dwell bar under the effect of using in the weight of chicken, the intermediate portion is too sagging, influence is used, and can set up at least one intermediate support 5 as shown in Figure 5 between two stands 1.Top at the pillar 51 of intermediate support 5 is provided with a jacking spare 52, and detailed structure as shown in Figure 8.Jacking spare 52 mainly comprises the support plate of a flat, directly is fixed on the top of pillar 51, or is fixed on the pillar 51 by the base plate that is connected a horizontal level.Have groove on the support plate of jacking spare 52, the spacing between its width and the outermost iron wire outer that is arranged in parallel is suitable, and its degree of depth is greater than the diameter of iron wire.During use, but the lower end jacking of groove is lived reinforcing bar or iron wire, avoids it sagging; And the both sides of groove can stop the lateral deviation of reinforcing bar or iron wire.Because 5 power of bearing vertically downward of intermediate support, its pillar 51 can adopt the thinner steel pipe manufacturing of diameter, and the manufacturing cost of Zeng Jiaing is limited thus, and after adopting reinforcing bar or iron wire to do steel skeleton, the manufacturing cost that can save the bar of dwelling greatly.
It is in the henroost of steel skeleton that intermediate support not only can be used in reinforcing bar or iron wire, and also can be used in of the present utility model is in the henroost of steel skeleton with the thin-wall steel tube.Behind the henroost, the more thin-wall steel tube of small bore can be used in the middle of adopting, the effect of saving manufacturing cost can be played equally.The lower end width in groove width of its jacking spare 52 and thin-wall steel tube cross section is suitable, its degree of depth is poor less than the degree of depth of the depth of section of thin-wall steel tube and the bar lower surface elongated slot of dwelling, and promptly its degree of depth is exposed the height of the bar lower surface of dwelling cooperates installation with the bar of dwelling after less than thin-wall steel tube.Like this, can guarantee the lower surface of a groove jacking thin-wall steel tube of the support plate of jacking spare 52, and not contact with the bar of dwelling on it.
Claims (9)
1. henroost is raised on a plane scattered, comprise two supports and be bearing on the two stands and the horizontally disposed bar of dwelling, it is characterized in that: the described bar of dwelling is roughly rectangular by bar shaped steel skeleton and cross section, upper surface has the multistage of the certain radian bar of dwelling to be composited, described bar shaped steel skeleton is connected with two stands, the described bar of dwelling is formed by the concrete material mold pressing, it is consistent with described bar shaped steel skeleton quantity that its lower surface has quantity along the bar length direction of dwelling, width and the suitable elongated slot of described bar shaped steel skeleton cross-sectional width, the described bar of dwelling is to cover on the described bar shaped steel skeleton along the end to end mode of bar length direction of dwelling, on arbitrary cross section of the described bar of dwelling, the first half of the cross section of described bar shaped steel skeleton or all be embedded in the elongated slot of the bar lower surface of dwelling accordingly.
2. henroost is raised on plane according to claim 1 scattered, it is characterized in that: described bar shaped steel skeleton is single thin-wall steel tube, and its cross section is a rectangle or trapezoidal, and the degree of depth of the elongated slot of the described bar lower surface of dwelling is less than the depth of section of described thin-wall steel tube.
3. henroost is raised on plane according to claim 1 scattered, it is characterized in that: described bar shaped steel skeleton is a solid steel bar, its quantity is no less than two, and the space certain distance is arranged in parallel, and the degree of depth of the elongated slot of the described bar lower surface of dwelling is greater than the height in described solid steel bar cross section.
4. henroost is raised on plane according to claim 3 scattered, it is characterized in that: described solid steel bar is that the cross section is circular or square reinforcing bar.
5. henroost is raised on plane according to claim 3 scattered, it is characterized in that: described solid steel bar is flexible iron wire, on the top of described support pulley assembly is installed, and pulley surface is fluted, iron wire posts groove, and it is on the suspension member that its free end is connected what be positioned at ground.
6. henroost is raised on plane according to claim 5 scattered, it is characterized in that: described pulley assembly comprises pulley yoke, pulley and bearing pin, described pulley yoke is cemented in described stent strut top, reaching the base plate that is connected with support plate by two parallel support plates constitutes, at the support plate center together arbor hole is arranged respectively, be used for fixing described bearing pin, described pulley sleeve is connected on this bearing pin.
7. henroost is raised on plane according to claim 5 scattered, it is characterized in that: described is that suspension member links to each other with support by the short column that is connected on the stent strut.
8. raise henroost scattered according to claim 4 or 5 described planes, it is characterized in that: be provided with intermediate support between the described support, the top of this intermediate support is equipped with jacking spare, jacking spare mainly comprises the support plate of a flat, have groove on it, spacing between the width of this groove and outermost iron wire that is arranged in parallel or the reinforcing bar outer is suitable, and its degree of depth is greater than the diameter of iron wire or reinforcing bar.
9. henroost is raised on plane according to claim 2 scattered, it is characterized in that: be provided with intermediate support between the described support, the top of this intermediate support is equipped with jacking spare, jacking spare mainly comprises the support plate of a flat, have groove on it, the lower end width in the groove width of this groove and thin-wall steel tube cross section is suitable, and its degree of depth is poor less than the degree of depth of the depth of section of thin-wall steel tube and the bar lower surface elongated slot of dwelling.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007201735015U CN201088060Y (en) | 2007-09-30 | 2007-09-30 | Plane scatter-feed roost |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007201735015U CN201088060Y (en) | 2007-09-30 | 2007-09-30 | Plane scatter-feed roost |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201088060Y true CN201088060Y (en) | 2008-07-23 |
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ID=39859818
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2007201735015U Expired - Lifetime CN201088060Y (en) | 2007-09-30 | 2007-09-30 | Plane scatter-feed roost |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201088060Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101133720B (en) * | 2007-09-30 | 2010-10-13 | 中国农业大学 | Roost for cultivating chicken |
| CN107646731A (en) * | 2017-08-31 | 2018-02-02 | 中国农业大学 | It is a kind of equipped with dwell bar cage tool and based on the cage tool guiding chicken dwell in the method for bar of dwelling |
-
2007
- 2007-09-30 CN CNU2007201735015U patent/CN201088060Y/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101133720B (en) * | 2007-09-30 | 2010-10-13 | 中国农业大学 | Roost for cultivating chicken |
| CN107646731A (en) * | 2017-08-31 | 2018-02-02 | 中国农业大学 | It is a kind of equipped with dwell bar cage tool and based on the cage tool guiding chicken dwell in the method for bar of dwelling |
| CN107646731B (en) * | 2017-08-31 | 2020-08-18 | 中国农业大学 | Cage with perch rod and method for guiding chickens to perch on perch rod based on cage |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20080723 Effective date of abandoning: 20070930 |